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HomeMy WebLinkAboutEngineering z z�2qp Component & Cladding Wind Loads :pared for Edwing's Unlimited Shutter Services // Calculations by Seaside Engineers Project:Lynne Brady Residence `�� P�[) K. 9O I�/ Certificate of Authorization No.32048 Location:9600 S Ocean Drive#1405 �, •••••E N••• 4265 60th Court Jensen Beach,FL �Q•••��G S' • Vero Beach,Florida 32967 Project ID: �• •• i (722)202-8008 info@seasideengineers.com Date: 2/4/2022 i 2 • 1 www.seasideengineers.com • • 7C Design Information • r • i ry. � Risk Category II STATE OF • Windspeed 170 mph % O % A Q`•? � Exposure D •••4 OR �••• �� �� Int.Press.Coef.,GCpI(+/-) 0.18 Enclosed // l� •••••• �� a 6.50 feet /i/S1�NA1-`������� 111111 Select the appropriate fastener size and spacing using the pre-engineered attachment schedule for the Florida Approved Products or NOA used on this job.The contractor is responsible P g g P g PP O j � P to ensure the use of the proper material,reinforcement,components,etc.to meet the indicated pressure per the product approval engineering document.The contractor Is responsible to verify the component is in the appropriate zone using the"a"dimension shown above and diagrams shown below.The building pressures are calculated using the Allowable Stress Design. Contact Seaside Engineers immediately if the substrate at the attachment locations appears to have deterioration,abnormalities,damage,or other conditions resulting in questionable integrity. Florida i Product Area Approval#or Building Design Product Design ID Opening Description (sgft) Zone NOA Manufacturer Model Pressure(PSF) Pressure(PSF) 1 Shutter 15.8 4 FL389.2 ASSA Berth HV Blade 1 61.1 -61.1 205.0 -170.0 2 Shutter 31.4 4 FL389.2 ASSA Berth HV Blade 1 58.7 -59.5 205.0 -140.0 i I i s o I a ©L A JQ—K ® A tO 71 _N_ ® _T_ 0.2h 1 1 I I I I I I I I I 'O IOiOO ®' 01 I 0 'O I® �i O 1®Oi a 5 h0 i� I I I I I I I I I 1 1 O.Gh' I I I I I l i .I 8 O I I I I r 7 I L----—J j I O I I I I I _,�'_(D``�_ I ] ® 3 Y 5 5 ` Q ©T ®, yy i T© _Ia PLAN PLAN PLAN Flat roof,9 5 7 degrees Gable roof Hip roof }�